solve pls Determine the resultant internal loading acting on the cross sectionat C of the cantilevered beam shown in the Fig.270 N/mAВC3 m6 m540 N540 N135 N180 N/m90 N/m180 N/mMc1215 NMcB3645 N-mNc+1.5 m-VcVc-2 m-0.5 m4 m

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Answered: Determine the resultant internal…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Using the Second Order Runge-Kutta method (modified Euler's version) to solve the ODE dy/dx = 3x + 4y with the initial condition y = 2 and x = 0 using a stepsize of h = 0.2 solve y' (0.6)? Kindly answer it fast. Thank you
**DFQ** If you know statics, it helps in understanding. A uniform beam (Constant EI) with Length = L has both ends fixed. Applied loading is a uniformly varying load, zero at the left end, W at the right end. Units of the load are pounds per foot. Your results will be stated in terms of W, L, EI.You will use Laplace Transforms to solve for the beam deflection expression. Other quantities to be determined from the deflections will use derivatives. Your results will be stated in terms of W, L, EI. (Triangular shaped distributed load) A uniform beam (Constant EI) with Length = L has both ends fixed. Applied loading is a uniformly varying load, zero at the left end, W at the right end. Units of the load are pounds per foot. A) Find the expression for deflection at any point, with x measured from the left end.
Please solve fully with diagrams as needed and for all parts of the question. Question: a) What is deflected shape of the beam? b) Find dispacement of beam at point B using moment-area method. c) Find displacement of beam at point B using Castiglianos theorem. Assume EI is constant for all
Using the virtual work method determine slope of the beam at "A". Beam is subjected to a uniformly Distributed Load “W" and a concentrated moment "WL^2" at “A" (Express the results in terms of W, L, and EI) w ikIft=constant)
Please solve fully with diagrams as needed and for all parts of the question. Question: Find displacement of beam at point B using Castiglianos theorem. Assume EI is constant for all
I need right solution according to the question. Thank you

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Determine the resultant internal loading acting on the cross section at C of the cantilevered beam shown in the Fig. 270 N/m A В C 3 m 6 m 540 N 540 N 135 N 180 N/m 90 N/m 180 N/m Mc 1215 N Mc B 3645 N-m Nc +1.5 m-Vc Vc-2 m- 0.5 m 4 m